Acknowledgement
This paper is supported by China national key research and development plan (2019YFF0301904), Science Fund for Creative Research Groups of the National Natural Science Foundation of China(52221002), the 111 project of the Ministry of Education and the Bureau of Foreign Experts of China (B13002, B18062), Key Laboratory of Wind Resistance Technology of Bridge Structure and Transportation Industry (Tongji University) open project (KLWRTBMC22-01), the Natural Science Foundation of Chongqing, China (cstc2020jcyj-msxmX0773), and the Fundamental Research Funds for the Central Universities (2020CDJ-LHZZ-018).
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